RU120446U1 - BLOCK SECTION OF A LARGE-PANEL MULTI-STOREY BUILDING (OPTIONS) - Google Patents

Abstract

1. Block-section of a large-panel multi-storey building, including external end load-bearing walls, external longitudinal self-supporting walls, conjugated with transverse internal load-bearing walls, installed with a step L, where L is the step of internal load-bearing transverse walls, from the side of one external longitudinal self-supporting wall between the transverse with internal load-bearing walls, installed with a step of 2L, a staircase-elevator node with a walk-through car is located, on the outside of the external longitudinal self-supporting walls, loggias with a length of 2L are installed, characterized in that between each external end wall and a transverse internal load-bearing wall, they are additionally installed at a distance equal to step L, internal transverse load-bearing walls located on the same axis. ! 2. The block section of a large-panel multi-storey building according to claim 1, characterized in that the length of the outer end bearing walls is less than the width of the block section and the end bearing walls are conjugated with the inner longitudinal bearing wall, and one outer longitudinal self-bearing wall is made with a depression between the transverse inner bearing walls set in 2L steps. ! 3. Block-section of a large-panel multi-storey building, including external end load-bearing walls, external longitudinal self-supporting walls, conjugated with transverse internal load-bearing walls, installed with a step L, where L is the step of internal load-bearing transverse walls, from the side of one external longitudinal self-supporting wall between the transverse the internal load-bearing walls, installed with a step of 2L, is a staircase-elevator node, on the outside of the external longitudinal self-supporting walls,

Description

The group of utility models relates to the field of construction and can be used in the construction of large-panel multi-storey residential buildings.

Known building (RF patent 2048648 IPC E04H 1/00 publ. 11/20/1995), which includes at least one block consisting of at least two sections and a staircase elevator, foundations, external and internal longitudinal and transverse walls at least, the last of which are made by bearing, floors, loggias, roof, residential and auxiliary premises and premises of sanitary facilities. Part of the bearing transverse walls of the sections is installed with a variable pitch.

The disadvantage of this technical solution is the lack of structural elements that ensure the longitudinal rigidity of the building, the inability to reduce construction time and reduce the cost of building construction.

The known block section of a large-panel multi-storey building, which we have chosen for the prototype, (RF patent 112702 E04H 1/00 publ. 02.17.2012) consisting of external longitudinal self-supporting walls and external end bearing walls, internal bearing transverse walls installed in increments of L relative to each other and are interfaced with external longitudinal self-supporting walls. On the side of one external longitudinal self-supporting wall between the internal transverse load-bearing walls installed in increments of 2L, there is a staircase-elevator unit with a through passage. From the side of the other outer longitudinal self-supporting wall, the inner bearing transverse walls are interfaced with the inner longitudinal bearing walls. On the outside of the outer longitudinal self-supporting walls, loggias with a length equal to 2L step are installed.

In the prototype, simplification of the installation of wall panels was achieved, which allows you to quickly build large-panel houses. However, the disadvantage is the small area of residential premises.

The main technical result is the increase in the area of residential premises during the rapid construction of large-panel houses of various architectural solutions.

For all variants of the proposed technical solution, the following symptoms are preserved:

- external longitudinal self-supporting walls, are interfaced with transverse internal bearing walls installed with a step L relative to each other, where L is the step of the internal bearing transverse walls;

- from the side of one external longitudinal self-supporting wall between the transverse internal bearing walls installed in increments of 2L, paired with the longitudinal internal bearing wall, there is a staircase-elevator unit with a through passage;

- transverse internal load-bearing walls are interfaced with the longitudinal internal load-bearing wall;

- floor slabs, resting on two and three sides, are led into internal transverse load-bearing walls and into external longitudinal self-supporting or end bearing walls;

- 2L loggias are installed on the outside of the outer longitudinal self-supporting walls.

According to the first embodiment, between each outer end wall and the transverse inner supporting wall, additionally installed at a distance equal to the pitch L, the inner transverse bearing walls located on the same axis.

In addition, the length of the outer end bearing walls may be less than the width of the block section and the end bearing walls are paired with the inner longitudinal bearing wall, and one outer longitudinal self-supporting wall is made with a recess between the transverse inner bearing walls installed in increments of 2L.

According to the second embodiment, on the one side of the staircase and elevator unit at a distance equal to the step L, the internal transverse load-bearing walls are additionally installed on one axis, and the length of the outer end wall on their side is greater than the length of the other external end load-bearing wall, while part of one external longitudinal self-supporting made L-shaped and mated with a longitudinal bearing wall mated to a larger end outer wall, the end external bearing walls are paired with an internal longitudinal bearing wall and pain The front end wall is interfaced with another internal longitudinal bearing wall located at a distance of 2L from the internal longitudinal bearing wall, a loggia is located on the side of the larger external end wall.

The utility model is illustrated by drawings, in which Fig. 1 shows the layout of the walls of a typical floor of a block section made in accordance with the first embodiment, Fig. 2 shows a layout of the walls of a block section with an input unit made in the first embodiment, in Fig. 3 - presents the layout of the walls of the typical floor of the block section, made according to the first embodiment, in which the length of the outer end walls is less than the width of the block section, figure 4 and presents the layout of the walls of the typical floor of the block section, made in the second embodiment.

The block sections are formed by the outer longitudinal walls 1 and 2, the outer end walls 3 and 4, made in the form of three-layer expanded clay concrete panels, the inner transverse walls 5 and 6, the inner longitudinal wall 7. From the side of one outer longitudinal wall 1 between the inner transverse walls 5, installed in increments of 2L, a staircase-elevator unit is located, including a hall 8, a stairwell 9 and an elevator with a through passage 10 with a main seat located at a height of not more than 150 mm from the level of the planning level of the earth. On the outside of the outer longitudinal walls 1 and 2, loggias 11 are installed with a length of 2L. An auxiliary room 12 is located on one side of the elevator assembly. The block sections are equipped with an inlet assembly 13. Partitions 14 allow for various layout options for the indoor units.

In the first embodiment (figure 1-figure 3), the outer longitudinal walls 1 and 2 are made self-supporting with a thickness of 400 mm, and the outer end walls 3 and 4 are made of a supporting thickness of 450 mm. The inner transverse walls 5, 6 and the inner longitudinal wall 7 are made bearing and their thickness is 160 mm. The inner transverse walls 6, relative to the outer end walls 3 and 4 are mounted on the same axis and are located at a distance L from them.

In the second embodiment (figure 4), the outer longitudinal walls 1 and 2 are self-supporting 400 mm thick. The outer longitudinal wall 1 is made L-shaped and mated with a longitudinal wall 15, which is made of supporting reinforced concrete panels with a thickness of 160 mm. The longitudinal wall 15 is associated with the outer end wall 4, the length of which is greater than the length of the outer end bearing wall 3 and is 4.875L between the axles. Part of the outer end wall 4, the length of which is 3L, is made of self-supporting panels with a thickness of 400 mm, and the other is made of supporting panels with a thickness of 450 mm. The outer end wall 3 is paired with the inner longitudinal wall 7, and the outer end wall 4 is paired with the inner longitudinal walls 7 and 16. On the side of the outer end wall 4 is a loggia 17.

When implementing the claimed technical solution according to the first and second option, a quick construction of large-panel block sections with larger premises is achieved.

In the first version, three-, two-, two- and three-room apartments are located in the block section. In the second version, one, two, and two three-room apartments are located in the block section.

The proposed solution also allows you to freely plan the area of the internal premises. In addition, the utility model allows for the different architectural appearance of residential buildings.

The possibility of implementing the claimed utility model is confirmed by the use of well-known elements with optimal performance characteristics used in the construction field, with the achievement of a technical result consisting in an increase in the area of residential premises and ensuring the rapid construction of large-panel houses for any space-planning decisions, as well as the stability of the building .

Claims (3)

1. The block section of a large-panel multi-storey building, including external end bearing walls, external longitudinal self-supporting walls, paired with transverse internal bearing walls installed with a step L, where L is the step of the internal bearing transverse walls, from the side of one external longitudinal self-supporting wall between the transverse the internal load-bearing walls installed in increments of 2L, there is a staircase-elevator unit with a walk-through cabin, on the outside of the external longitudinal self-supporting walls are loggias 2L long In that, between each external end wall and the transverse internal bearing wall, additionally installed at a distance equal to the pitch L, the internal transverse bearing walls located on the same axis. 2. The block section of the large-panel multi-storey building according to claim 1, characterized in that the length of the external end bearing walls is less than the width of the block section and the end bearing walls are paired with an internal longitudinal bearing wall, and one external longitudinal self-supporting wall is made with a recess between the transverse internal load-bearing walls installed in increments of 2L. 3. The block section of a large-panel multi-storey building, including external end bearing walls, external longitudinal self-supporting walls, paired with transverse internal bearing walls installed with a step L, where L is the step of the internal bearing transverse walls, from the side of one external longitudinal self-supporting wall between the transverse an internal load-bearing walls installed in increments of 2L, a staircase-elevator unit, located on the outside of the outer longitudinal self-supporting walls are loggias 2L in length, characterized in that with one side of the staircase and elevator node at a distance equal to the step L, additionally installed on the same axis are internal transverse load-bearing walls, and the length of the outer end wall on their side is greater than the length of the other outer end load-bearing wall, while part of one external longitudinal self-supporting made shaped and interfaced with a longitudinal bearing wall conjugated with a larger end outer wall, the end outer bearing walls are conjugated with an internal longitudinal bearing wall and the large end wall is conjugated with another a morning longitudinal bearing wall located at a distance of 2L from the internal longitudinal bearing wall, a loggia is located on the side of the larger external end wall.